Final Plat of the Creekside Addition, Phase IX

/August 2021

Final Plat of theCreekside Addition, Phase IX

Waco City LimitsCreekside Addition Phase IX

N:\planning\MaryH\Plan Comm\Maps\2021\Creekside Addition, Phase IX Aerial.mxd 8/6/2021: Maryh

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Polo Park

Comanche

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Durango

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Toluca

Pueblo

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Fallen Leaf

Del Rio

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Rodeo

Greystone

Seminole

Shawnee

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Chama

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Polo Park

Disclaimer: This product is for informational purposesand may not have been prepared for or be suitable forlegal, engineering, or surveying purposes. It does notrepresent an on-the-ground survey and represents onlythe approximate relative location of property boundaries.

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/August 2021

Final Plat of theCreekside Addition, Phase IX

Waco City LimitsCreekside Addition Phase IX

N:\planning\MaryH\Subd Location Maps\2021\Creekside Addition, Phase IX.mxd 8/6/2021: Maryh

Jesus is Lord

Hewitt

Warren

Texas

Bowie

Travis

Fannin

BonhamCrockett

Oklahoma

Pawnee

Houston

Alamo

Goliad

Kiowa

Hewi

tt

Wildberry

Cheyenne

Polo Park

Comanche

Whistler

Zuni

Braided Briar

Durango

Creekside

Alamosa

Toluca

Pueblo

Riders Aztec

Fallen Leaf

Del Rio

Peer

Adobe

Concho BendWhite Horse

Ute

Rodeo

Greystone

Seminole

Shawnee

Louisiana

Chama

Feather Trace

Romana

Polo Park

Disclaimer: This product is for informational purposesand may not have been prepared for or be suitable forlegal, engineering, or surveying purposes. It does notrepresent an on-the-ground survey and represents onlythe approximate relative location of property boundaries.

)

Hewitt

Ritchie

Warren

Panther

Texas

Beutel

Bowie

TravisFannin

Jackal

Bonham

Risin

ger

Samson

Pueblo

Apache

Pawnee

Solar Hewi

tt

Cheyenne

Houston

Comanche

Alamosa

Polo Park

Kiowa

TiguaTherese

Misty

Beutal

Callan

Toluca

Riders

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Planning Services Post Office Box 2570 Waco, Texas 76702-2570

254 / 750-5650 Fax: 254 / 750-1605 www.waco-texas.com

August 20, 2021 Warren Ridge Partners, LTD Fred Dewald 428 Riverview Drive Woodway, TX 76712 REF.: Final Plat of the Creekside Addition, Phase IX, to the City of Waco, McLennan County, Texas CSS Number: 21-00013-S-SUBD Project Number: WARP2100389 Dear Owner:

This letter is to assist you in completing the subdivision plat and for your property. Your request will be considered virtually by the City Plan Commission at its meeting on August 24, 2021, in the Waco City Hall, 300 Austin Avenue, at 7:00 p.m. City of Waco staff recommends City Plan Commission approve with conditions. City Plan Commission with staff’s recommendation will approve the plat, approve the plat with conditions, or disapprove the plat.

A written response will be required for the list of the comments provided. A pre-response meeting is recommended to address the comments listed. Once a response has been provided to City staff, City Plan Commission shall determine whether to approve, conditionally approve, or disapprove the applicant’s response.

If the plat and are approved or approved with the condition of infrastructure being built to meet City of Waco Construction Standards and Specifications by the city Plan Commission, the plat will then be submitted by City Council for action. The City Council will then either approve the plat, approve with conditions, or disapprove the plat. Approval or approval with the condition of infrastructure being built to meet City of Waco Construction Standards and Specifications by City Council will allow for the recordation process of the final subdivision plat. Two paper copies will be required for the approval of this plat. City of Waco Appendix B – Subdivisions, Section 3.303: Plat

1. The current owners of the property need to sign the dedication. A Notary Public in the appropriate county

and state shall notarize the signature. The owners need to provide proof of ownership and affiliation any business or organization (i.e., deed) of the property to Planning Services through the CSS Portal and lienholder documentation if applicable. Attest signatures are required if ownership is retained by an LLC.

2. The surveyor needs to sign and seal the plat and set the monuments as shown. 3. A payment of $300.00 is required for a standard final plat application. Please contact Planning Services to

arrange payment. 4. Please upload a current McLennan County Tax Certificate.

http://www.waco-texas.com/

http://www.waco-texas.com/

5. Curve data needs more detail for each lot that has curves, not just in the street centerline, especially in the cul-de-sac.

6. Please update recording information for Warren Ridge Partners, LTD throughout the plat. 7. Developer will need to contact David Hutchason (817-524-8360) at Oncor to determine service and

easement requirements. Please reflect proposed Oncor easements on the plat. 8. d) Impact Fees: Under Ordinance 2020-793 , the City of Waco established Water, Wastewater, and Roadway Impact Fees. These Impact Fees are intended to assure adequate public facilities to serve new

development in the City by requiring each such development to pay a share of the costs of new infrastructure needs created by that development. These fees do not replace platting obligations for public improvements required by City Code, although certain regionally significant improvements identified on Council-adopted Capital Improvement Plans may receive credits against Impact Fees owed.

ROADWAY IMPACT FEES are based on projected traffic generation, land use type, and service areas (1 -

11). Service areas 5 and 8 have no Roadway Impact Fees. Roadway Impact Fees only apply to development within the city limits of Waco.

WATER AND WASTEWATER IMPACT FEES are based on the size of the meter. Water fees are

assessed for both domestic and irrigation meters, and wastewater fees are assessed for domestic meters only. Water and Wastewater Impact Fees apply to development in both the exterritorial jurisdiction and city limits of Waco. See water and wastewater service area maps.

FOR DEVELOPMENTS THAT RECEIVED PRELIMINARY PLAT APPROVAL BEFORE November

15, 2020: Impact Fees collection will be phased in based on the following timeline and collection schedule: (1) June 2021: 20% of impact fee after application of credits (2) June 2022: 40% of impact fee after application of credits (3) June 2023: 60% of impact fee after application of credits (4) June 2024: 80% of impact fee after application of credits (5) June 2025: 100% of impact fee after application of credits FOR DEVELOPMENTS THAT RECEIVED FINAL PLAT APPROVAL BEFORE JUNE 1, 2021: Impact

Fees will not be collected on any building permit issued before June 1, 2023. Any building permits issued after May 31, 2023 will be subject to the collection of Impact Fees.

An impact fee worksheet/calculator can be found at: https://www.waco-texas.com/planning-impact-

fees.asp#gsc.tab=0. Street Names – Contact Mary Henley for street name approval: [email protected]; (254) 750-5657. 9. Piedmont Drive for a street name is disapproved. Utilities 10. Minimum depth on a sanitary sewer main is 6 feet. Any water services crossing under a sanitary sewer

main, will be required to be cased Traffic 11. Fallen Leaf Drive used to continue through towards Goliad Road, based on approved Preliminary Plat.

What will Phase XI look like with this change?

https://www.waco-texas.com/planning-impact-fees.asp#gsc.tab=0



mailto:[email protected]

mailto:[email protected]

12. Place Stop sign posts in-line with striped stop bar, in front of the curb ramps (instead of behind). 13. The yellow centerline should be a double yellow centerline. Make note of this within the legend for this

phase and future phases. Current phases are only striping a single yellow centerline. 14. Example image of Street Name signs within legend does not match standard detail; may need to consider

including block numbers on these example images to ensure contractor follows standard detail or reference sheet number C607 for standard detail. Current phases are not fabricating street name signs with block numbers.

15. Streetlights a) Along Feather Trace shift midblock streetlight currently placed between Lots 23 & 24 upwards to between Lots 24 & 25. b) Along Feather Trace shift streetlight currently placed between Lots 27 & 28 upwards to the intersection

with Fallen Leaf. c) Along Piedmont - Reduce number of midblock streetlights from 3 to 2. Place the remaining 2 mid-

block streetlights in relative equal spacing along Piedmont. If you have any questions concerning the requirements stated in this letter or wish to discuss the subdivision platting process further, please contact me at 750-5608. Sincerely yours,

Alason Duncan Planner Cc: CP&Y

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S 30°45'32" E - 796.06'

N 33°17'44" W - 261.58'

N 31°23'02" W - 259.75'

N 29°38'31" W - 215.26'

N 59°12'24" E - 255.42'

S 59°14'28" W - 329.85'

N 59°13'20" E180.31'

N 61°05'25" E149.41'

L-1L-2L-3

L-4

C-1

C-2

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L-5

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L-8L-9S 59°14'28" W - 172.01'

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VESTING DEEDCALLED 13.471 ACRES

WARREN RIDGE PARTNERS, LTDA TEXAS LIMITED PARTNERSHIP

MCC NO. 2021XXXXXXO.P.R.M.C.T.

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Line Table

LINE BEARING DISTANCE

Curve Table

CURVE DELTA RADIUS ARC CH. BEARING CH. DISTANCE

WARP2100389

WARP2100389-PhIX-Final Plat

1305SOS

POINT OFBEGINNING

NOTES:

1. WATER TO BE SUPPLIED BY CITY OF WACO - CCN #10039

2. ELECTRICITY TO BE SUPPLIED BY TXU

3. SANITARY SEWER TO BE SUPPLIED BY THE CITY OF WACO

4. PROPOSED LAND USAGE TO BE RESIDENTIAL

5. THE SURVEYOR HAS NOT ABSTRACTED THE SUBJECT TRACT. EASEMENTS,RESTRICTIONS, AND OTHER RIGHTS MAY EXIST WHICH ARE NOT SHOWNHEREON.

6. CITY LIMITS LINE PER CITY OF WACO ORDINANCE NO. 2003-0695

7. ALL LOT CORNERS ARE MONUMENTED WITH A 5/8 INCH CAPPED IRON RODSET AND STAMPED "CP&Y" (UNLESS NOTED OTHERWISE)

RITCHIE ROAD

V I C I N I T Y M A PNOT TO SCALE

DURANGO TRAIL

SIERRA WEST ROAD

HOUSTON DRIVE

WEST WARREN ROAD

COM

ANCHE TRAIL

BONHAM

DRIVE

TRAVIS LANE

POLO

PARK DR

FALLEN LEAF DR

CREEKSIDE LNWILDBERRY LNBRAIDED BRIAR

ALAMO DR

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REMAINDER OF CALLED 100.45 ACRES RICHARD S. CLARK ONE-HALF UNDIVIDED INTEREST AND LAKEFIELD HOMES, LTD., A TEXAS LIMITED PARTNERSHIP ONE-HALF UNDIVIDED INTEREST MCC NO. 2006000655 O.P.R.M.C.T.

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FALLEN LEAF DRIVE (50' R.O.W. WIDTH)

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BRAIDED BRIAR DRIVE (50' R.O.W. WIDTH)

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BLOCK 17 HERITAGE HEIGHTS ADDITION, PART 5 VOLUME 1572, PAGE 619 D.R.M.C.T.

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BONHAM DRIVE (50' R.O.W. WIDTH)

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15' AERIAL EASEMENT

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10' UTILITY EASEMENT

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GOLIAD ROAD (50' R.O.W. WIDTH)

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DEED LINE

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CASTLEBERRY LANE (50' R.O.W. WIDTH)

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CARLOS O' CAMPO GRANT ABSTRACT NO. 32 McLENNAN COUNTY, TEXAS

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CREEKSIDE ADDITION PHASE V MCC NO. 2021020920 O.P.R.M.C.T.

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REMAINDER OF CALLED 100.45 ACRES RICHARD S. CLARK ONE-HALF UNDIVIDED INTEREST AND LAKEFIELD HOMES, LTD., A TEXAS LIMITED PARTNERSHIP ONE-HALF UNDIVIDED INTEREST MCC NO. 2006000655 O.P.R.M.C.T.

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CITY OF WACO

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BLOCK 16 HERITAGE HEIGHTS ADDITION, PART 4 VOLUME 1492, PAGE 28 D.R.M.C.T.

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B L O C K 1 6

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10' P.U.E.

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10' P.U.E.

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L=809.04, R=20000.00

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=002°19'04"

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N 31°28'00" W - 808.99'

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C-6

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C-7

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B L O C K 4

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R=50.00'

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Curve to Right

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10' P.U.E.

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10' P.U.E. PHASE V

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[S 59°14'28" W - 329.85']

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[S 28°16'28" E]

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CITY LIMIT LINE (APPROX)

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CITY OF WACO

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CITY OF HEWITT

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13

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12

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REMAINDER OF CALLED 54.634 ACRES FRED DEWALD ONE-HALF UNDIVIDED INTEREST MCC NO. 2002045394 RICHARD S. CLARK ONE-HALF UNDIVIDED INTEREST MCC NO. 2002045395 O.P.R.M.C.T.

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42.6'

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82.4'

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CREEKSIDE ADDITION PHASE I MCC NO. 2018003903 O.P.R.M.C.T.

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CITY LIMIT LINE (APPROX)

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CITY OF HEWITT

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N 31°24'04" W - 201.76'

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N 31°15'12" W - 199.57'

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N 31°49'10" W - 213.07'

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WORK ORDER

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DIGITAL FILE

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DRAWN BY

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FIELDBOOK #

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200 W. Hwy 6, Suite 620, Waco, Texas 76712 254.772.9272 TBPELS 10194124TBPELS 10194124

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2021 ALL RIGHTS RESERVED

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SCALE: 1"=100'

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c

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0

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200

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100

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COUNTY CLERK'S FILE NUMBER:

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LEGEND = 5/8 INCH CAPPED IRON ROD SET AND STAMPED "CP&Y" = 5/8 INCH CAPPED IRON ROD FOUND AND STAMPED "CP&Y", UNLESS OTHERWISE NOTED = 1/2 INCH CAPPED IRON ROD FOUND AND STAMPED "WALLACE GROUP" = OFFICIAL PUBLIC RECORDS OF McLENNAN COUNTY TEXAS = DEED RECORDS OF McLENNAN COUNTY TEXAS = CONTROLLING MONUMENT = RECORD CALL = IRON ROD FOUND = PRIVATE UTILITY EASEMENT

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FLOOD NOTE: THE DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A DESIGNATION OF ZONE "X" (UNSHADED) DESCRIBED AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN". ACCORDING TO FLOOD INSURANCE RATE MAP NUMBER 48309C0530D, DATED DECEMBER 20, 2019 IN McLENNAN COUNTY, STATE OF TEXAS.

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BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE GRID BEARINGS AND ARE BASED ON GPS OBSERVATIONS, AND THE TEXAS STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM OF 1983. AN AVERAGE COMBINED SCALE FACTOR OF 0.99988563663 WAS UTILIZED FOR THIS PROJECT OR LOCAL AREA. ALL DISTANCES AND AREAS SHOWN ARE BASED ON "SURFACE COORDINATES". TO OBTAIN GRID COORDINATES OR GRID DISTANCES, MULTIPLY BY THE ABOVE REFERENCED AVERAGE COMBINED SCALE FACTOR.

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FINAL PLAT 13.471 ACRES CONTAINING 5 BLOCKS AND 55 LOTS LOTS 23-28 BLOCK 4; LOTS 3-22, BLOCK 5; LOTS 1-11, BLOCK 10; LOTS 1-12, BLOCK 16; AND LOTS 1-6, BLOCK 17; CREEKSIDE ADDITION, PHASE IX TO THE CITY OF WACO, McLENNAN COUNTY, TEXAS SITUATED IN THE CARLOS O'CAMPO GRANT, ABSTRACT NO. 32 BEING ALL OF THAT CALLED 13.471 ACRE TRACT OF LAND, AS RECORDED IN MCC NO. 2021XXXXXX, OF THE OFFICIAL PUBLIC RECORDS OF McLENNAN COUNTY, TEXAS SHEET 1 OF 2

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O.P.R.M.C.T.

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D.R.M.C.T.

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CM

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[ ]

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IRF

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SITE LOCATION

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N:10508538.72 E: 3270745.47 GRID

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LOT 2, PHASE I

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LOT 21, PHASE IX

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LOT 20, PHASE IX

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LOT 3, PHASE IX

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DETAIL SCALE:1"=20'

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66.52'

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66.52'

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66.52'

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2.20'

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68.72' TOTAL

WARP2100389

WARP2100389-PhIX-Final Plat

1305SOS

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Preliminary ---------- This document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. ”Texas Administrative Code,Title 22, Part 29 Subchapter 661.18".

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WORK ORDER

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DIGITAL FILE

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DRAWN BY

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FIELDBOOK #

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200 W. Hwy 6, Suite 620, Waco, Texas 76712 254.772.9272 TBPELS 10194124TBPELS 10194124

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2021 ALL RIGHTS RESERVED

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c

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COUNTY CLERK'S FILE NUMBER:

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SURVEYOR'S CERTIFICATION THAT I ADAM M. WHITFIELD, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT I PREPARED THIS PLAT FROM AN ACTUAL SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON ARE PROPERLY MARKED ON THE GROUND AND THAT THIS PLAT CORRECTLY REPRESENTS THAT SURVEY MADE BY ME OR UNDER MY DIRECTION AND SUPERVISION AND IS IN ACCORDANCE WITH THE PLATTING RULES AND REGULATIONS OF THE CITY OF WACO, TEXAS. ________________________________ Adam M. Whitfield Registered Professional Land Surveyor Texas Registration Number 5786 Date: _____________________ Month XX, 2022

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The bearings shown hereon are grid bearings and are based on GPS observations, and the Texas state plane coordinate system, central zone, North American Datum of 1983. An average combined scale factor of 0.99988563663 was utilized for this project or local area. All distances and areas shown are based on "surface coordinates". To obtain grid coordinates or grid distances, multiply by the above referenced average combined scale factor.

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LEGAL DESCRIPTION FIELD NOTES FOR A 13.471 ACRE TRACT OF LAND SITUATED IN THE CARLOS O' CAMPO GRANT, ABSTRACT NO. 32, McLENNAN COUNTY, TEXAS, AND BEING ALL OF A 13.471 ACRE TRACT OF LAND DESCRIBED IN DEED TO WARREN RIDGE PARTNERS, LTD, A TEXAS LIMITED PARTNERSHIP, AS RECORDED IN MCC NO. 2021XXXXXX, OF THE OFFICIAL PUBLIC RECORDS OF McLENNAN COUNTY, TEXAS, (O.P.R.M.C.T.). SAID 13.471 ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 5/8 inch capped iron rod found and stamped ”CP&Y”, being the southerly southeast corner of said 13.471 acre tract, the northeast corner of Lot 1, Block 4 of Creekside Addition Phase V, according to the CP&Y”, being the southerly southeast corner of said 13.471 acre tract, the northeast corner of Lot 1, Block 4 of Creekside Addition Phase V, according to the , being the southerly southeast corner of said 13.471 acre tract, the northeast corner of Lot 1, Block 4 of Creekside Addition Phase V, according to the Final Plat thereof, as recorded in McLennan County Clerks File Number 2021020920 of said O.P.R.M.C.T., and also lying in the common west line of Creekside Addition Phase I, and the west Right of Way (ROW) line of Fallen Leaf Drive (50' wide ROW), according to the Final Plat thereof, as recorded in McLennan County Clerks File Number 2018003903 of said O.P.R.M.C.T., THENCE leaving said Phase I, along the common line of said 13.471 acre tract and Block 4 Phase V, the following four (4) courses and distances: 1) S 59° 14' 28" W, a distance of 329.85 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; S 59° 14' 28" W, a distance of 329.85 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; CP&Y”, for corner hereof; , for corner hereof; 2) S 70° 20' 29" W, a distance of 57.59 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; S 70° 20' 29" W, a distance of 57.59 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; CP&Y”, for corner hereof; , for corner hereof; 3) S 76° 04' 05" W, a distance of 51.46 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; S 76° 04' 05" W, a distance of 51.46 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; CP&Y”, for corner hereof; , for corner hereof; 4) S 79° 02' 24" W, a distance of 4.09 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, being the southernmost corner of said 13.471 acres and the herein described tract, also lying in the south line of the S 79° 02' 24" W, a distance of 4.09 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, being the southernmost corner of said 13.471 acres and the herein described tract, also lying in the south line of the CP&Y”, being the southernmost corner of said 13.471 acres and the herein described tract, also lying in the south line of the , being the southernmost corner of said 13.471 acres and the herein described tract, also lying in the south line of the remainder of that called 54.634 acre tract of land described in deed to Fred Dewald (one-half undivided interest) as recorded in McLennan County Clerks File Number 2002045394 of said O.P.R.M.C.T. and to Richard S. Clark (one-half undivided interest) as recorded in McLennan County Clerks File Number 2002045395 of said O.P.R.M.C.T. From which, a 5/8 inch capped iron rod found and stamped ”CP&Y”, lying in the common line of CP&Y”, lying in the common line of , lying in the common line of said Block 4 Phase 5, and 54.634 acre tract bears S 79° 02' 24” W, a distance of 75.19 feet; W, a distance of 75.19 feet; THENCE N 14° 04' 11" W, leaving said Block 4 Phase V, along the common line of said 13.471 acres and the remainder of said 54.634 acres, passing at an approximate distance of a distance of 42.6 feet, the common line of said 54.634 acres and the remainder of that called 100.45 acre tract of land described in deed to Richard S. Clark (one-half undivided interest) and Lakefield Homes, LTD., a Texas Limited Partnership (one-half undivided interest), as recorded in McLennan County Clerks File Number 2006000655 of said O.P.R.M.C.T., continuing along the common line of said 13.471 and 100.45 acre tracts, for a total distance of 125.01 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner at the beginning of a non-tangent curve to the right with a central angle of 04° 14' 41", a radius of 525.00 feet and a chord bearing S 78° 03' 10" W, a chord CP&Y”, for corner at the beginning of a non-tangent curve to the right with a central angle of 04° 14' 41", a radius of 525.00 feet and a chord bearing S 78° 03' 10" W, a chord , for corner at the beginning of a non-tangent curve to the right with a central angle of 04° 14' 41", a radius of 525.00 feet and a chord bearing S 78° 03' 10" W, a chord distance of 38.89 feet; THENCE continuing along the common line of said 13.471 acres and the remainder of said 100.45 acre tract, the following twelve (12) courses and distances: 1) Along said non-tangent curve to the right, an arc distance of 38.89 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; Along said non-tangent curve to the right, an arc distance of 38.89 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; CP&Y”, for corner hereof; , for corner hereof; 2) N 14° 22' 55" W, a distance of 50.18 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner at the beginning of a non-tangent curve to the left with a central angle of 01° 55' 58", a radius of N 14° 22' 55" W, a distance of 50.18 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner at the beginning of a non-tangent curve to the left with a central angle of 01° 55' 58", a radius of CP&Y”, for corner at the beginning of a non-tangent curve to the left with a central angle of 01° 55' 58", a radius of , for corner at the beginning of a non-tangent curve to the left with a central angle of 01° 55' 58", a radius of 475.00 feet and a chord bearing N 79° 41' 22" E, a chord distance of 16.02 feet 3) Along said non-tangent curve to the left, an arc distance of 16.02 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y” for corner hereof; Along said non-tangent curve to the left, an arc distance of 16.02 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y” for corner hereof; CP&Y” for corner hereof; for corner hereof; 4) N 33° 17' 44" W, a distance of 261.58 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; N 33° 17' 44" W, a distance of 261.58 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; CP&Y”, for an angle point hereof; , for an angle point hereof; 5) N 31° 23' 02" W, a distance of 259.75 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; N 31° 23' 02" W, a distance of 259.75 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; CP&Y”, for an angle point hereof; , for an angle point hereof; 6) N 29° 38' 31" W, a distance of 215.26 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; N 29° 38' 31" W, a distance of 215.26 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; CP&Y”, for an angle point hereof; , for an angle point hereof; 7) N 31° 13' 14" W, a distance of 50.00 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof, at the beginning of a non-tangent curve to the right with a central angle of 00° 25' 02", a N 31° 13' 14" W, a distance of 50.00 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof, at the beginning of a non-tangent curve to the right with a central angle of 00° 25' 02", a CP&Y”, for corner hereof, at the beginning of a non-tangent curve to the right with a central angle of 00° 25' 02", a , for corner hereof, at the beginning of a non-tangent curve to the right with a central angle of 00° 25' 02", a radius of 1,527.25 feet and a chord bearing N 58° 59' 19" E, a chord distance of 11.12 feet; 8) Along said non-tangent curve to the right, an arc distance of 11.12 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; Along said non-tangent curve to the right, an arc distance of 11.12 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for corner hereof; CP&Y”, for corner hereof; , for corner hereof; 9) N 30° 47' 36" W, a distance of 124.91 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, being the west corner of said 13.471 acre tract and the herein described tract; N 30° 47' 36" W, a distance of 124.91 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, being the west corner of said 13.471 acre tract and the herein described tract; CP&Y”, being the west corner of said 13.471 acre tract and the herein described tract; , being the west corner of said 13.471 acre tract and the herein described tract; 10) N 61° 05' 25" E, a distance of 149.41 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; N 61° 05' 25" E, a distance of 149.41 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; CP&Y”, for an angle point hereof; , for an angle point hereof; 11) N 59° 12' 24" E, a distance of 255.42 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; N 59° 12' 24" E, a distance of 255.42 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for an angle point hereof; CP&Y”, for an angle point hereof; , for an angle point hereof; 12) N 59° 13' 20" E, a distance of 180.31 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for the north corner of said 13.471 acre tract and the herein described tract, also lying in the southwest line of N 59° 13' 20" E, a distance of 180.31 feet, to a 5/8 inch capped iron rod found and stamped ”CP&Y”, for the north corner of said 13.471 acre tract and the herein described tract, also lying in the southwest line of CP&Y”, for the north corner of said 13.471 acre tract and the herein described tract, also lying in the southwest line of , for the north corner of said 13.471 acre tract and the herein described tract, also lying in the southwest line of Block 17, Heritage Heights Addition Part 5, according to the Final Plat thereof, as recorded in Volume 1572, Page 619, of the Deed Records of McLennan County, Texas (D.R.M.C.T.); THENCE S 30° 45' 32" E, leaving said 100.45 acre tract, along the common line of said 13.471 acres and Block 17, Part 5, a distance of 796.06 feet, to a 5/8 inch iron rod found, being the southwest corner of Lot 1 of said Block 17, Part 5, the north corner of said Creekside Addition Phase I, also lying in the northwest ROW line of Alamo Street (50' wide ROW). From which, a 1/2 inch iron rod found, being the northerly common corner of Lot 33, Block 1 of said Phase I and Lot 13, Block 16, Heritage Heights Addition Part 4, according to the Final Plat thereof, as recorded in Volume 1492, Page 28 of said D.R.M.C.T., also lying in the southwest ROW line of said Alamo Street, bears S 30° 45' 32” E, a distance of 50.00 feet; E, a distance of 50.00 feet; THENCE leaving said Heritage Heights Addition, along the common line of said 13.471 acres and Creekside Addition Phase I, the following seven (7) courses and distances: 1) S 59° 14' 28" W, along the northwest line of said Alamo Street, a distance of 125.00 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group”, for corner hereof, also lying at the north intersection of said S 59° 14' 28" W, along the northwest line of said Alamo Street, a distance of 125.00 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group”, for corner hereof, also lying at the north intersection of said Wallace Group”, for corner hereof, also lying at the north intersection of said , for corner hereof, also lying at the north intersection of said Alamo Street ROW and the northeast ROW line of said Fallen Leaf Drive; 2) N 30° 45' 32" W, leaving said Alamo Street, along the northeast line of said Fallen Leaf Drive, a distance of 6.56 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group” for corner hereof; N 30° 45' 32" W, leaving said Alamo Street, along the northeast line of said Fallen Leaf Drive, a distance of 6.56 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group” for corner hereof; Wallace Group” for corner hereof; for corner hereof; 3) S 59° 14' 28" W, crossing said Fallen Leaf Drive, passing at a distance of 50.00 feet, the north corner of Lot 2, Block 5 of said Phase I, continuing for a total distance of 172.01 feet, to a 1/2 inch capped iron rod S 59° 14' 28" W, crossing said Fallen Leaf Drive, passing at a distance of 50.00 feet, the north corner of Lot 2, Block 5 of said Phase I, continuing for a total distance of 172.01 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group” for corner hereof; Wallace Group” for corner hereof; for corner hereof; 4) S 31° 24' 04" E, a distance of 144.33 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group” for corner hereof, being the south corner of Lot 1 of said Block 5; S 31° 24' 04" E, a distance of 144.33 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group” for corner hereof, being the south corner of Lot 1 of said Block 5; Wallace Group” for corner hereof, being the south corner of Lot 1 of said Block 5; for corner hereof, being the south corner of Lot 1 of said Block 5; 5) N 59° 14' 28" E, leaving a distance of 120.39 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group”, being the east corner of said Lot 1, also lying in the southwest ROW line of said Fallen Leaf Drive; N 59° 14' 28" E, leaving a distance of 120.39 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group”, being the east corner of said Lot 1, also lying in the southwest ROW line of said Fallen Leaf Drive; Wallace Group”, being the east corner of said Lot 1, also lying in the southwest ROW line of said Fallen Leaf Drive; , being the east corner of said Lot 1, also lying in the southwest ROW line of said Fallen Leaf Drive; 6) S 30° 45' 32" E, leaving said Block 5, along the southwest ROW of said road, a distance of 120.88 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group” for corner at the beginning of a non-tangent S 30° 45' 32" E, leaving said Block 5, along the southwest ROW of said road, a distance of 120.88 feet, to a 1/2 inch capped iron rod found and stamped ”Wallace Group” for corner at the beginning of a non-tangent Wallace Group” for corner at the beginning of a non-tangent for corner at the beginning of a non-tangent curve to the left with a central angle of 01° 31' 53", a radius of 2,025.00 feet and a chord bearing S 31° 31' 28" E, a chord distance of 54.13 feet; Along said non-tangent curve to the left, an arc distance of 54.13 feet, to the POINT OF BEGINNING and containing 13.471 acres of land more or less.

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THE STATE OF TEXAS COUNTY OF McLENNAN: WARREN RIDGE PARTNERS, LTD A TEXAS LIMITED PARTNERSHIP BEING THE OWNERS OF THAT CALLED 13.471 ACRE TRACT OF LAND DESCRIBED IN DEED TO WARREN RIDGE PARTNERS, LTD A TEXAS LIMITED PARTNERSHIP, AS RECORDED IN MCC NO. 2021XXXXXX OF THE OFFICIAL PUBLIC RECORDS OF McLENNAN COUNTY, TEXAS (O.P.R.M.C.T.)., AND WISHING TO SUBDIVIDE THE SAME INTO LOT AND BLOCK DO HEREBY ADOPT THE PLAT ATTACHED HERETO AND TITLED "FINAL PLAT 13.471 ACRES LOTS 23-28 BLOCK 4; LOTS 3-22, BLOCK 5; LOTS 1-11, BLOCK 10; LOTS 1-12, BLOCK 16; AND LOTS 1-6, BLOCK 17; CREEKSIDE ADDITION, PHASE IX" TO THE CITY OF WACO, McLENNAN COUNTY, TEXAS, AS OUR LEGAL SUBDIVISION OF SAME. WE DO HEREBY DEDICATE ALL RIGHTS-OF-WAY OR EASEMENTS SHOWN THEREON TO THE USE OF THE PUBLIC FOREVER. ANY PRIVATE IMPROVEMENTS PLACED IN ANY OF THESE RIGHTS-OF-WAY OR EASEMENTS SHALL BE PLACED THERE AT NO RISK OR OBLIGATION TO THE PUBLIC OR THE CITY OF WACO, TRUSTEE FOR THE PUBLIC TO HOLD THESE EASEMENTS AND THE CITY SHALL HAVE NO RESPONSIBILITY TO REPAIR OR REPLACE SUCH IMPROVEMENTS IF THEY ARE DAMAGED OR DESTROYED IN THE UTILIZATION OF THESE RIGHTS-OF-WAY OR EASEMENTS. THE SALE OF ALL LOTS SHOWN ON THIS PLAT SHALL BE MADE IN ACCORDANCE THEREWITH, SUBJECT TO ALL RESTRICTIONS AND CONDITIONS RECORDED IN THE McLENNAN COUNTY, TEXAS OFFICIAL PUBLIC RECORDS, PERTAINING TO SAID SUBDIVISION. WARREN RIDGE PARTNERS, LTD. A TEXAS LIMITED PARTNERSHIP BY: WARREN RIDGE DEVELOPERS, LLC, A TEXAS LIMITED LIABILITY COMPANY, AS GENERAL PARTNER __________ _____________ ___________________________ _____________ ___________________________ ___________________________ ___________________________ ___________________________ FRED DEWALD, PRESIDENT ATTEST: RICHARD CLARK, VICE PRESIDENT ATTEST: RICHARD CLARK, VICE PRESIDENT 428 RIVERVIEW DRIVE 428 RIVERVIEW DRIVE 428 RIVERVIEW DRIVE 428 RIVERVIEW DRIVE WOODWAY, TEXAS 76712 WOODWAY, TEXAS 76712 WOODWAY, TEXAS 76712 THE STATE OF TEXAS: COUNTY OF McLENNAN: BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED FRED DEWALD, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND HE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE _____ DAY OF _________________, 2022. ____________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS THE STATE OF TEXAS: COUNTY OF McLENNAN: BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED RICHARD CLARK, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND HE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE _____ DAY OF _________________, 2022. ____________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS

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THE STATE OF TEXAS COUNTY OF McLENNAN: I HEREBY CERTIFY THAT THE ABOVE AND FOREGOING PLAT AND FIELD NOTES OF THE "FINAL PLAT 13.471 ACRES LOTS 23-28 BLOCK 4; LOTS 3-22, BLOCK 5; LOTS 1-11, BLOCK 10; LOTS 1-12, BLOCK 16; AND LOTS 1-6, BLOCK 17; CREEKSIDE ADDITION, PHASE IX" TO THE CITY OF WACO, McLENNAN COUNTY, TEXAS. BEING ALL OF THAT CALLED 13.471 ACRE TRACT OF LAND DESCRIBED IN DEED TO WARREN RIDGE PARTNERS, LTD, A TEXAS LIMITED PARTNERSHIP, AS RECORDED IN MCC NO. 2021XXXXXX OF THE OFFICIAL PUBLIC RECORDS OF McLENNAN COUNTY, TEXAS. WAS APPROVED ON THIS THE ______ DAY OF________________, 2022. ________________________________ ESMERALDA HUDSON, CITY SECRETARY

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FINAL PLAT 13.471 ACRES CONTAINING 5 BLOCKS AND 55 LOTS LOTS 23-28 BLOCK 4; LOTS 3-22, BLOCK 5; LOTS 1-11, BLOCK 10; LOTS 1-12, BLOCK 16; AND LOTS 1-6, BLOCK 17; CREEKSIDE ADDITION, PHASE IX TO THE CITY OF WACO, McLENNAN COUNTY, TEXAS SITUATED IN THE CARLOS O'CAMPO GRANT, ABSTRACT NO. 32 BEING ALL OF THAT CALLED 13.471 ACRE TRACT OF LAND, AS RECORDED IN MCC NO. 2021XXXXXX, OF THE OFFICIAL PUBLIC RECORDS OF McLENNAN COUNTY, TEXAS SHEET 2 OF 2

Documents

Final Plat of the Creekside Addition, Phase IX